Development of a Missing Post Repair Guideline for Longitudinal Barrier Crash Safety

Author:

Hampton Carolyn E.1,Gabler Hampton C.2

Affiliation:

1. Graduate Research Assistant, Biomedical Engineering, Virginia Tech, 440 ICTAS Building, Stanger St. (MC 0194), Blacksburg, VA 24061 (corresponding author).

2. Professor, Biomedical Engineering, Virginia Tech, 445 ICTAS Building, Stanger St. (MC 0194), Blacksburg, VA 24061.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference16 articles.

1. Bligh R. P. Abu-Odeh A. Y. and Menges W. L. (2011). “MASH test 3-10 on 31-inch w-beam guardrail with standard offset blocks.” FHWA/TX-11/9-1002-4 Texas Transportation Institute College Station TX.

2. Bligh R. P. Seckinger N. R. Abu-Odeh A. Roschke P. N. Menges W. L. and Haug R. R. (2004). “Dynamic response of guardrail systems encased in pavement mow strips.” FHWA/TX-04/0-4162-2 Texas Transportation Institute College Station TX.

3. Bullard D. L. Menges W. L. and Alberson D. C. (1996). “NCHRP 350 compliance test 3-11 of the modified G4(1S) guardrail with timber blockouts.” TTI 405421-1 and FHWA-RD-96-175 Texas Transportation Institute College Station TX.

4. Evaluation of Current Repair Criteria for Longitudinal Barrier with Crash Damage

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